-
1
-
-
34548637662
-
Retrofit of a hospital through strength reduction and enhanced damping
-
Viti S., Cimellaro G.P., and Reinhorn A.M. Retrofit of a hospital through strength reduction and enhanced damping. Smart Struct Syst 2 4 (2006) 339-355
-
(2006)
Smart Struct Syst
, vol.2
, Issue.4
, pp. 339-355
-
-
Viti, S.1
Cimellaro, G.P.2
Reinhorn, A.M.3
-
2
-
-
0010546472
-
Seismic resistance of bridge piers based on damage avoidance design
-
Technical report MCEER-97-0014. Multidisciplinary Center for Earthquake Engineering Research. University at Buffalo, the State University of New York;
-
Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Technical report MCEER-97-0014. Multidisciplinary Center for Earthquake Engineering Research. University at Buffalo, the State University of New York; 1997
-
(1997)
-
-
Mander, J.B.1
Cheng, C.T.2
-
3
-
-
0003206816
-
Post-tensioned energy dissipating connections for MRFs
-
Christopoulos C., Filiatrault A., Uang C.M., and Folz B. Post-tensioned energy dissipating connections for MRFs. J Struct Eng 128 9 (2002) 1111-1120
-
(2002)
J Struct Eng
, vol.128
, Issue.9
, pp. 1111-1120
-
-
Christopoulos, C.1
Filiatrault, A.2
Uang, C.M.3
Folz, B.4
-
4
-
-
0002922616
-
Seismic response of precast prestressed concrete frames with partially debonded tendons
-
Priestley M.J.N., and Tao J. Seismic response of precast prestressed concrete frames with partially debonded tendons. PCI J 38 1 (1993) 58-69
-
(1993)
PCI J
, vol.38
, Issue.1
, pp. 58-69
-
-
Priestley, M.J.N.1
Tao, J.2
-
5
-
-
0002020260
-
Model precast concrete beam-to-column connections subject to cyclic loading
-
Cheok G., and Lew H. Model precast concrete beam-to-column connections subject to cyclic loading. PCI J 38 4 (1993) 80-92
-
(1993)
PCI J
, vol.38
, Issue.4
, pp. 80-92
-
-
Cheok, G.1
Lew, H.2
-
6
-
-
0029752378
-
Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons
-
Priestley M.J.N., and MacRae G.A. Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons. PCI J 41 1 (1996) 64-81
-
(1996)
PCI J
, vol.41
, Issue.1
, pp. 64-81
-
-
Priestley, M.J.N.1
MacRae, G.A.2
-
7
-
-
0032650744
-
Seismic behavior and design of unbonded post-tensioned precast concrete frames
-
El-Sheikh M.T., Sause R., Pessiki S., and Lu L.W. Seismic behavior and design of unbonded post-tensioned precast concrete frames. PCI J 44 3 (1999) 54-71
-
(1999)
PCI J
, vol.44
, Issue.3
, pp. 54-71
-
-
El-Sheikh, M.T.1
Sause, R.2
Pessiki, S.3
Lu, L.W.4
-
8
-
-
4544244680
-
Experimental evaluation of earthquake resistant post-tensioned steel connections
-
Ricles J.M., Sause R., Peng S.W., and Lu L.W. Experimental evaluation of earthquake resistant post-tensioned steel connections. J Struct Eng 128 7 (2002) 850-859
-
(2002)
J Struct Eng
, vol.128
, Issue.7
, pp. 850-859
-
-
Ricles, J.M.1
Sause, R.2
Peng, S.W.3
Lu, L.W.4
-
10
-
-
15944393214
-
Seismic performance of post-tensioned steel moment resisting frames with friction devices
-
Rojas P., Ricles J.M., and Sause R. Seismic performance of post-tensioned steel moment resisting frames with friction devices. J Struct Eng 131 4 (2005) 529-540
-
(2005)
J Struct Eng
, vol.131
, Issue.4
, pp. 529-540
-
-
Rojas, P.1
Ricles, J.M.2
Sause, R.3
-
11
-
-
33847091584
-
Behavior and design of posttensioned steel frame systems
-
Garlock M.M., Sause R., and Ricles J.M. Behavior and design of posttensioned steel frame systems. J Struct Eng 133 3 (2007) 239-399
-
(2007)
J Struct Eng
, vol.133
, Issue.3
, pp. 239-399
-
-
Garlock, M.M.1
Sause, R.2
Ricles, J.M.3
-
12
-
-
63149184949
-
-
M.S. thesis. Civil, structural and environmental engineering, University at Buffalo, the State University of New York;
-
Garcia R. Shaking table study of rocking column bridge based on damage avoidance design. M.S. thesis. Civil, structural and environmental engineering, University at Buffalo, the State University of New York; 1998
-
(1998)
Shaking table study of rocking column bridge based on damage avoidance design
-
-
Garcia, R.1
-
13
-
-
10844244367
-
Unbonded post-tensioned concrete bridge piers. I: Mmonotonic and cyclic analyses
-
Kwan W.P., and Billington S.L. Unbonded post-tensioned concrete bridge piers. I: Mmonotonic and cyclic analyses. J Bridge Eng 8 2 (2003) 92-101
-
(2003)
J Bridge Eng
, vol.8
, Issue.2
, pp. 92-101
-
-
Kwan, W.P.1
Billington, S.L.2
-
14
-
-
29144512783
-
Concept and development of hybrid solutions for seismic resistant bridge systems
-
Palermo A., Pampanin S., and Calvi G.M. Concept and development of hybrid solutions for seismic resistant bridge systems. J Earthq Eng 9 6 (2005) 899-921
-
(2005)
J Earthq Eng
, vol.9
, Issue.6
, pp. 899-921
-
-
Palermo, A.1
Pampanin, S.2
Calvi, G.M.3
-
17
-
-
63149092660
-
-
Hibbitt, Karlsson & Sorensen, Inc.
-
ABAQUS user manual 6.3.1 (2002), Hibbitt, Karlsson & Sorensen, Inc.
-
(2002)
ABAQUS user manual 6.3.1
-
-
-
18
-
-
63149156923
-
-
Valles RE, Reinhorn AM, Kunnath SK, Li C, Madan A. IDARC2D Version 4.0-A computer program for the inelastic damage analysis of buildings. Technical report. NCEER96-0010, National Center for Earthquake Engineering Research. University at Buffalo, the State University of New York; 1996
-
Valles RE, Reinhorn AM, Kunnath SK, Li C, Madan A. IDARC2D Version 4.0-A computer program for the inelastic damage analysis of buildings. Technical report. NCEER96-0010, National Center for Earthquake Engineering Research. University at Buffalo, the State University of New York; 1996
-
-
-
-
20
-
-
0004194709
-
Experimental study of bridge elastometric and other isolation and energy dissipation systems with emphasis on uplift prevention and high velocity near-source seismic excitation
-
Technical Report. MCEER-99-0004, Multidisciplinary Center for Earthquake Engineering Research. University at Buffalo, the State University of New York;
-
Kasalanati A, Constantinou MC. Experimental study of bridge elastometric and other isolation and energy dissipation systems with emphasis on uplift prevention and high velocity near-source seismic excitation. Technical Report. MCEER-99-0004, Multidisciplinary Center for Earthquake Engineering Research. University at Buffalo, the State University of New York; 1999
-
(1999)
-
-
Kasalanati, A.1
Constantinou, M.C.2
|